Works Department Tender

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Works Department - PMGSY Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date23 Jan 2025
Closing Date5 Feb 2025
Tender Amount₹ 8,07,51,000 
Notes
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Class Of Bidder
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The eligible classes of contractors to participate in this tender are Super class, special class, and A class contractors. Additionally, for concessions, the registration certificate should be upto 'B' Class for Individual registered Contractors belonging to Schedule Caste and Schedule Tribe.
Bid Capacity
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Assessed Available Bid Capacity = (A*N*2-B) Where: A = Maximum value of works executed in any one-year (updated to the current price level) B = Value at current price level of the existing commitments and ongoing works to be completed during the period stipulated in the contract data N = Number of years prescribed for completion of the works for which the bids are invited (for work completion period less than one year, the value may be taken as one year)
Technical Capacity
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The bidder is required to have prior work experience in civil engineering construction work, specifically in works similar in nature to the work being tendered. The bidder must provide a list of projects executed that are similar in nature to the work. The bidder should have completed similar works of at least 15% of the tendered amount to be considered eligible. However, the exact amount of similar works completed is not specified. The bidder must have completed a certain amount of work in the last five years, but the exact amount is not specified. The bidder must have a minimum annual turnover, but the exact value is not provided. The bidder's available bid capacity will be calculated based on the maximum value of works executed in any one year during the last five years. The calculation of available bid capacity is as follows: Assessed Available Bid Capacity = (A*N*2 - B), where A = Maximum value of works executed in any one year, B = Value at current price level of existing commitments and ongoing works, and N = Number of years prescribed for completion of the works. The bidder must provide information on the value of civil engineering works executed during the last 5 years, with escalation factors applied to each year. The escalation factors are provided as follows: - Year 1: 1.10 - Year 2: 1.21 - Year 3: 1.33 - Year 4: 1.46 - Year 5: 1.61 The bidder must also provide a statement showing the value of existing commitments and ongoing works till the stipulated period of completion. The total value of civil engineering construction work performed in the last five years, with a certificate from a Chartered Accountant, is also required. No specific amount of similar works completed is mentioned, except that it should be at least 15% of the tendered amount.

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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& form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)

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RCC railing

311.5

2361

735554.29

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RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering

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& form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)

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Abutment & Pier Shaft

629.35

8946

5630515.87

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Retaing Wall / Wing Wall

115.21

15933

1835640.56

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Abutment & Pier Cap

774.26

10343

8008906.73

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DIRT Wall

15.48

11685

180844.02

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Superstructure

668.99

29382

19656205.42

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Wearing Coat

89.81

8108

728184.84

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Approach Slab

17.42

7549

131469.32

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Providing HYSD bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.

2517.66

8829

22230585.33

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Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)

641520

1

647935.2

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Providing fitting & fixing expansion joints with M.S. Angles 75mm. X 75 mm. X 6 mm. at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.

58.45

9225

539257.95

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Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge.

84

43

3686.76

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Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge

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In Foundation

87.91

6210

545989.92

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In Substructure

199.21

6257

1246632.56

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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm etc complete as per derection of Engineer-in-charge.

1683.95

192

324833.18

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Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.

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Granular Material

99.48

973

96822.89

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Sandy Material

521.94

903

471766.61

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Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.

412.4

143

59117.54

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Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size and down graded hand broken granite metal of approved quality from approved quarry as per specification and direction of the Engineer-in-charge including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc. complete.

223.8

3030

678172.05

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Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.

537.14

2711

1456323.38

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Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete.

204

955

194968.92

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Fixing anchor bars upto 28mm. dia to the founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge.

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Without G.I.Pipe

664

92

61586

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Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect.

485.66

157

76642

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Earthwork in Hard soil within 50m, initial lead , 1.50m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer in charge.

2475

347

860062.5

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Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision)

8464.34

204

1731365.6

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Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).

4125

53

218635.98

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Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

828.9

3099

2568949.36

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Providing, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)

869.06

4085

3550292.68

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Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)

3862.5

39

152804.87

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Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)

3862.5

19

73692.67

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Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45

193.13

8790

1697702.92

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Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47

96.56

11159

1077608.16

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Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.

72.85

456

33289.72

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Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth

248

6120

1518003.04



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